| Cyclic behavior of combined and confined masonry walls A Tena-Colunga, A Juárez-Ángeles, VH Salinas-Vallejo Engineering Structures 31 (1), 240-259, 2009 | 88 | 2009 |
| Influence of plan irregularity of buildings R González-Herrera, C Gómez-Soberón 14th World Conference on Earthquake Engineering, Beijing, China, Paper No …, 2008 | 52 | 2008 |
| Nonlinear behavior of code-designed reinforced concrete concentric braced frames under lateral loading EA Godínez-Domínguez, A Tena-Colunga Engineering Structures 32 (4), 944-963, 2010 | 46 | 2010 |
| Behavior of reinforced concrete haunched beams subjected to cyclic shear loading HI Archundia-Aranda, A Tena-Colunga, A Grande-Vega Engineering Structures 49, 27-42, 2013 | 42* | 2013 |
| Assessment of seismic design parameters of moment resisting RC braced frames with metallic fuses A Tena-Colunga, HJ Nangullasmú-Hernández Engineering Structures 95, 138-153, 2015 | 38 | 2015 |
| Preliminary design of low-rise buildings stiffened with buckling-restrained braces by a displacement-based approach A Teran-Gilmore, N Virto-Cambray Earthquake Spectra 25 (1), 185-211, 2009 | 37 | 2009 |
| Displacement-based seismic assessment of low-height confined masonry buildings A Terán-Gilmore, O Zuñiga-Cuevas, J Ruiz-García Earthquake Spectra 25 (2), 439-464, 2009 | 36 | 2009 |
| Code-oriented methodology for the seismic design of regular steel moment resisting braced frames E Tapia-Hernández, A Tena-Colunga Earthquake Spectra, 2014 | 32 | 2014 |
| Estudio del comportamiento de marcos dúctiles de concreto reforzado con contraventeo chevrón EA Godínez Domínguez Tesis de Doctorado, Posgrado en Ingeniería Estructural, Universidad Autónoma …, 2010 | 32 | 2010 |
| Assessment of the diaphragm condition for floor systems used in urban buildings A Tena-Colunga, KL Chinchilla-Portillo, G Juárez-Luna Engineering Structures 93, 70-84, 2015 | 31 | 2015 |
| Case studies on the seismic behavior of reinforced concrete chevron braced framed buildings EA Godínez-Domínguez, A Tena-Colunga, LE Pérez-Rocha Engineering Structures 45, 78-103, 2012 | 31 | 2012 |
| Diseño sísmico de marcos no dúctiles de concreto reforzado con disipadores de energía histeréticos. Definición de parámetros de diseño A Tena Colunga, HJ Nangullasmú Hernández Revista Internacional de Desastres Naturales, Accidentes e Infraestructura …, 2013 | 30 | 2013 |
| Evaluación basada en desplazamientos de edificaciones de mampostería confinada O Zúñiga Cuevas, A Terán Gilmore Revista de Ingeniería Sísmica, 25-48, 2008 | 30 | 2008 |
| Performance-based seismic design or reinforced concrete ductile buildings subjected to large energy demands A Teran-Gilmore, A Sanchez-Badillo, MA Espinosa-Johnson Earthquakes and Structures 1 (1), 69-91, 2010 | 27 | 2010 |
| Factores de ductilidad y sobrerresistencia en marcos de acero con contraventeo chevrón E Tapia Hernández, A Tena Colunga Revista de Ingeniería Sísmica 84, 47-68, 2011 | 23 | 2011 |
| Cumulative ductility spectra for seismic design of ductile structures subjected to long duration motions: Concept and theoretical background A Teran-Gilmore, N Bahena-Arredondo Journal of Earthquake Engineering 12 (1), 152-172, 2008 | 22 | 2008 |
| Displacement-based preliminary design of tall buildings stiffened with a system of buckling-restrained braces A Teran-Gilmore, G Coeto Earthquake Spectra 27 (1), 153-182, 2011 | 21 | 2011 |
| Behavior of regular steel moment resisting concentrically braced frames (MRCBFs) in seismic zones E Tapia, A Tena Memorias, 14th World Conference on Earthquake Engineering, Beijing, China …, 2008 | 21* | 2008 |
| Code-oriented global design parameters for moment-resisting steel frames with metallic structural fuses A Tena-Colunga, H Hernández-Ramírez Frontiers in Built Environment 3, 19, 2017 | 20 | 2017 |
| Collapse mechanisms of power towers under wind loading E Tapia-Hernández, S Ibarra-González, D De-León-Escobedo Structure and Infrastructure Engineering 13 (6), 766-782, 2017 | 19 | 2017 |
Arturo Tena ColungaUniversidad Autónoma Metropolitana - AzcapotzalcoDirección de correo verificada de correo.azc.uam.mx
